Performance of slit weir

Date

2006-09-01

Author

Aydın, İsmail
Altan Sakarya, Ayşe Burcu

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Slit weirs designed to measure small discharges in open channel flows are investigated. Experimental data available in the literature are added to study the effect of the slit width. An explicit relation for the discharge coefficient is obtained by a conventional Reynolds number definition. The discharge coefficient is modified to increase the working range of slit weirs for small values of head to slit-width ratios.

Subject Keywords

Mechanical Engineering, Civil and Structural Engineering, Water Science and Technology

URI

https://hdl.handle.net/11511/46918

Journal

Journal of Hydraulic Engineering

DOI

https://doi.org/10.1061/(asce)0733-9429(2006)132:9(987)

Collections

Department of Civil Engineering, Article

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Citation Formats

İ. Aydın and A. B. Altan Sakarya, “Performance of slit weir,” Journal of Hydraulic Engineering, pp. 987–989, 2006, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/46918.